8
7
C
6
5'-9 3/8"
TYPICAL WINDOW CASING AT 2ND FLOOR EAVE
6 A5.4 SECOND FLOOR FINISH FLOOR ELEV 656.56'
3 A5.1
ROOF TO WALL FLASHING
TOP OF ROOF ELEV 671.22'
2
LEADER BOX SEE:
TYPICAL EAVE DETAIL
10
A5.4
RAKE TO EAVE TRANSITION
TOP OF PLATE ELEV 665.56'
TYPICAL WINDOW CASING DETAIL, SEE:
2 SCONCE, TYP. VERIFY HEIGHT WITH LIGHTING CONSULTANT
A5.2 42"
6 A5.3
A5.3 BRICK VENEER AT CHIMNEY
5" COPPER OGEE GUTTERS
8'-0" WINDOW HEAD HEIGHT
9'-0 3/4" WINDOW HEAD HEIGHT
9'-0"
2X4 COPPER DOWNSPOUTS TYP. FULLY SOLDER (NO RIVETS)
COPPER CHIMNEY SHROUD SEE: 1 GABLE VENT
TYPICAL RAKE DETAIL
A5.1
A5.4
SHINGLE SIDING
LOCATE KITCHEN EXHAUST HOOD INSIDE SHROUD
A5.3
CLASS 'A' SLATE ROOFING
1
A A4.6
A5.3
1
PLANTER BOX, SEE:
MAXIMUM BUILDING 36'-0" HEIGHT
12 A5.3
4
A3.4
5" COPPER OGEE GUTTERS
2
A4.3
COPPER CHIMNEY SHROUD AND BRICK DETAILING SEE: 1 TYP.
1
SMALLER RAKE TO EAVE TRANSITION
3
B
A4.4
CURB AT FLAT ROOF
A5.3
TOP OF PLATE ELEV 665.56'
4
D
A4.4
COPPER DORMER ATTIC VENTS SEE:
SMALLER RAKE DETAIL
5
B
A4.4
5 A3.4 SILL AT ROOF
FOR GUARDRAIL DETAILS SEE: 1
CLASS 'A' SLATE ROOFING
SHINGLE SIDING
8'-0" HEAD HEIGHT
A A4.4
13
COPPER CRICKET
2X4 COPPER DOWNSPOUTS TYP. FULLY SOLDER (NO RIVETS)
ROOF TO WALL FLASHING 6 A5.3
PROVIDE STEPPED COPPER FLASHING AT CHIMNEY TO ROOF
KITCHEN BAY
SECOND FLOOR FINISH FLOOR ELEV 656.56'
A5.2
EXISTING FREE STANDING SITE WALL PAINTED WOODWORK, NO SHINGLES AT KITCHEN BAY
SHINGLE SIDING
8'-0" HEAD HEIGHT
7'-0" HEAD HEIGHT, TYP.
8'-6" HEAD HEIGHT
8'-6" HEAD HEIGHT
9'-9 1/2" HEAD HEIGHT
9'-7 3/8" +/- (E)
11'-1"
TOP OF PLATE
RECESSED PANELLING
STONE PAVING AT FRONT PORCH
SCONCE, TYP. VERIFY HEIGHT WITH LIGHTING CONSULTANT
FIRST FLOOR FINISH FLOOR ELEV 645.47'
FIRST FLOOR FINISH FLOOR ELEV 645.47' ALIGN WINDOWS
A5.2
CORBELS FROM 6X10 FLAT, SEE:
STONE VENEER TO 14 MATCH EXISTING SEE: FOR ANCHORING A5.3
STONE VENEER FLASH WALL
WOOD COLUMNS SEE: 6
7
FRONT STEPS
A5.2
STONE VENEER FLASH WALL, SEE: 9
STONE VENEER AT FACE OF PORCH
A5.2
A5.2
+42" HIGH WROUGHT IRON RAILING 2 A5.5
2 5/8"
BASEMENT FLOOR FINISH FLOOR ELEV 635.56'
SCALE 1/4" = 1'-0"
COPYRIGHT NOTICE
9'-11"
8'-9 7/8" +/- (E)
9
BASEMENT FLOOR FINISH FLOOR ELEV 635.56'
LOWEST POINT OF GRADE 5'-0" FROM PERIMETER OF BUILDING FOOTPRINT [ELEV 635.22']
NORTH ELEVATION 1
2
A
3
4
B
A4.6
5
D
A4.3
6
B
A4.4
7
8
C
A4.4
9
A
A4.4
10
C
A4.4
A4.3
COPPER CHIMNEY SHROUD AND BRICK DETAILING SEE: 1 TYP. A5.3
13
BRICK VENEER AT CHIMNEY
A5.3
4
CURB AT FLAT ROOF
STANDING SEAM COPPER ROOFING, SEE:
GABLE VENT
A5.3
LEADER BOX SEE: 10 A5.4
2 A5.4
COPPER DORMER ATTIC VENTS SEE:
RAKE TO EAVE TRANSITION
12
1 1
A5.3
A5.1
TYPICAL RAKE DETAIL
5'-9 3/8"
TOP OF ROOF ELEV 671.22' ROOF TO WALL AT STANDING SEAM
5" COPPER OGEE GUTTERS
A3.4
STANDING SEAM COPPER ROOFING DETAIL
TOP OF PLATE ELEV 665.56'
STANDING SEAM COPPER ROOFING, TYP. ROOF TO WALL FLASHING 6 A5.3
ROUND CURB/PLINTH FLASHING DETAIL
2
CLASS 'A' SLATE ROOFING
SECOND FLOOR FINISH FLOOR ELEV 656.56'
A5.1
1X PAINTED BOARD, NO SHINGLE HERE
VERANDA ROOF/ EAVE/COLUMN DETAIL
SILL AT ROOF
ROOF TO WALL FLASHING 6
RECESSED T&G PANELING
9'-0"
RECESSED T&G PANELING
SECOND FLOOR FINISH FLOOR ELEV 656.56'
ROOF TO WALL AT PANELED BAY
A5.3
GARDEN STEPS STONE CAP WITH GARDEN WALLS
FIRST FLOOR FINISH FLOOR ELEV 645.47'
GARDEN WALL
EXTERIOR PLASTER @ FACE OF GARDEN WALL
EXTERIOR PLASTER AT GARDEN WALLS
BASEMENT FLOOR FINISH FLOOR ELEV 635.56' LOWEST POINT OF GRADE 5'-0" FROM PERIMETER OF BUILDING FOOTPRINT [ELEV 635.22']
SCONCE, TYP. VERIFY HEIGHT WITH LIGHTING CONSULTANT
SOUTH ELEVATION 1
2
A
3
4
B
A4.6
5
D
A4.3
6
B
A4.4
7
A4.4
8
C
9
A
A4.4
A4.4
2X10 RAFTERS @ 16" O. C.
VELUX SKYLIGHT 3/4" PLYWOOD ROOF DIAPHRAGM
R-30 INSULATION IN ATTIC TYP.
A5.1
12
12
1'-0"
TOP OF PLATE ELEV 665.56' R-21 INSULATION IN EXTERIOR WALLS TYP.
1
LENS ON CEILING
2X8 CEILING JOISTS @ 16" O. C.
5
TOP OF PLATE ELEV 665.56'
2X CEILING JOISTS PER STRUCTURAL PLAN TYP.
2X6 CEILING JOISTS @ 16" O.C.
BATH #3
BEDROOM #3
UTILITY
LAUNDRY
NON-STRUCTURAL COFFER FRAMING
LANDING
COFFERED CEILING AT LANDING
FINISH FLOOR OVER 1/4" CORK OVER 1/2" PLY OVER 1-1/2" LIGHT WEIGHT CONCRETE OVER 1-1/8" FLOOR DIAPHRAGM
A5.1
MASTER CLOSET
14" TJI PRO 350 @ 16" O. C.
NON STRUCTURAL COFFER BEAMS
MASTER BATH FINISH FLOOR OVER 1/4" CORK OVER 1/2" PLY OVER 1-1/2" LIGHT WEIGHT CONCRETE OVER 1-1/8" FLOOR DIAPHRAGM
14" TJI PRO 350 @ 16" O. C.
SECOND FLOOR FINISH FLOOR ELEV 656.56'
SECOND FLOOR FINISH FLOOR ELEV 656.56'
FINISH FLOOR OVER 1-1/8" FLOOR DIAPHRAGM
PANTRY
ENTRY
LIBRARY
PATIO
EXISTING 2X12 FLOOR JOISTS @ 16" O. C.
9 COLUMNS BEYOND
A5.2
DENOTES BOTTOM OF EXISTING GIRDER
FIRST FLOOR FINISH FLOOR ELEV 645.47'
FINISH GRADE BEAM PER STRUCTURAL PLAN 2X4 STUD WALLS TYP.
2X14 STRINGERS @ 16" O. C. TYP.
NEW FOOTING
EXISTING FOOTING
CUT OFF TOP OF EXISTING FOOTING AS NECESSARY
THEATER FOYER
EXISTING PIER FOUNDATION TO REMAIN
MECHANICAL ROOM #2
EXISTING GRADE BEAM
PERIMETER FOOTING
MIN CLEARANCE CRAWL HEIGHT
ELEVATOR CAR
EXISTING FOUNDATION
BASEMENT FLOOR FINISH FLOOR ELEV 635.56'
STONE VENEER FLASH WALL
LAUNDRY
1'-0"
MIN R-21 INSULATION AT CRAWL SPACES
BASEMENT FLOOR FINISH FLOOR ELEV 635.56'
NEW RETAINING WALL SEE STRUCTURAL
NEW FOUNDATION WALL - SEE STRUCTURAL
4" THICK CONCRETE SLAB PER STRUCTURAL PLAN OVER 2" SAND OVER 10 MIL VISQUEEN OVER 2" SAND
LOWEST POINT OF GRADE 5'-0" FROM PERIMETER OF BUILDING FOOTPRINT [ELEV 635.22']
4" THICK CONCRETE SLAB PER STRUCTURAL PLAN OVER 2" SAND OVER 10 MIL VISQUEEN OVER 2" SAND
12" DEEP ELEVATOR PIT
BUILDING SECTION 1
A A4.6
2
3
B A4.3
4
D A4.4
5
B A4.4
6
9'-11"
1'-6"
LINE OF STAIRS BEYOND
2'-0" (E) CRAWL SPACE
FIRST FLOOR FINISH FLOOR ELEV 645.47'
SCALE
HEADER PER STRUCTURAL PLAN
NON-STRUCTURAL COFFERS
BEAM PER STRUCTURAL PLAN
KITCHEN
2" FLAGSTONE OVER 1" MORTAR BED ON 4" CONCRETE SLAB
4X6 FLAT BEAMS (DECORATIVE)
8'-9 7/8" +/- (E)
PLAYROOM
ELEVATOR SHAFT
7
C A4.4
8
A A4.4
9
C A4.3
10
2 5/8"
2X6 STUD WALL TYP.
11'-1"
BEAM PER STRUCTURAL PLAN
9'-7 3/8" +/- (E)
TOP OF PLATE
LINE OF STAIRS BEYOND 14" TJI PRO 350 @ 16" O. C.
FLUSH BEAM PER STRUCTURAL PLAN
1/4" = 1'-0"
RAKE DETAIL
5'-9 3/8"
2X10 RAFTERS @ 16" O. C.
FLUSH MOUNT RIDGE BEAM PER STRUCTURAL PLAN
9'-0"
5
12
36'-0" MAXIMUM BUILDING HEIGHT
5
TYPICAL EAVE 3
3
10
4 A5.1
A5.1
C A4.3
RIDGE BEAM STRUCTURAL PLAN
3/4" PLYWOOD ROOF DIAPHRAGM TYP.
HIP BEAM PER STRUCTURAL
A
2 5/8"
BASEMENT FLOOR FINISH FLOOR ELEV 635.56'
9'-11"
EXISTING STAIRS, HANDRAIL/GUARDRAIL TO REMAIN
EXISTING STONE VENEER TO REMAIN STONE CAP
8'-9 7/8" +/- (E)
A5.5
NEW STONE PAVING AT VERANDA
7'-0" HEAD HEIGHT
WROUGHT IRON HANDRAIL @ +36" ABOVE STEP NOSING SEE: 2
SCALE
TERRACED GARDEN WALLS
FIRST FLOOR FINISH FLOOR ELEV 645.47' PROVIDE NEW TREADS, RISER AND LANDING PAVING
1/4" = 1'-0"
11'-1"
EXISTING WOOD GUARDRAIL TO REMAIN
9'-7 3/8" +/- (E)
TRANSOM WINDOW, TYP.
EXISTING COLUMNS TO REMAIN
8'-0" HEAD HEIGHT
8'-6" HEAD HEIGHT
EXISTING BBQ TO REMAIN
8'-6" HEAD HEIGHT
TOP OF PLATE 2X4 COPPER DOWNSPOUTS TYP. FULLY SOLDER (NO RIVETS)
36'-0" MAXIMUM BUILDING HEIGHT
2X4 COPPER DOWNSPOUTS TYP. FULLY SOLDER (NO RIVETS)
8'-0" HEAD HEIGHT
TOP OF PLATE ELEV 665.56'
5" COPPER OGEE GUTTERS
B
9
C A4.3
8"
A
10